WM-0261-3_SM-0156-3 PLANS.pdf

PDF 25 MB Posted Sep 24, 2025

Attached to: Water Meter Vault Replacement Program
Solicitation number: WM-0261-3/SM-0156-3
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Sep 26, 2025

The document is a comprehensive set of engineering plans and specifications for the Water Meter Vault Replacement Program for the City of Oklahoma City, covering two specific locations: the Oklahoma City VA Medical Center at 921 NE 13th Street and Airgas USA, LLC at 7248 SW 29th Street. The project involves replacing existing water meter vaults, installing new water lines, removing and replacing pavement, and implementing erosion control measures. The project includes detailed quantities for various items such as meter vaults (6-inch and 8-inch), waterline pipe installations, tapping sleeves, valves, fittings, and associated construction activities like hydrostatic pressure testing, construction staking, and traffic control.

The project is structured with a base bid and an alternate bid, with specific line items and quantities for each location. The engineering plans are prepared by Johnson & Associates, with standard details and specifications from the City of Oklahoma City Utilities Department. The project requires prequalification as a Water Pipeline Contractor "C" and includes comprehensive technical specifications for water line installation, vault construction, pavement repair, and utility coordination. The documents provide extensive technical guidance, including erosion control plans, utility protection notes, and detailed installation requirements for water infrastructure components. Funding and procurement details are not explicitly stated in the provided documents.

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WM-0261-3_SM-0156-3 SPECS.pdf	PDF	Sep 24, 2025
Business Relationship Affidavit.pdf	PDF	Sep 24, 2025
Anti Noncollusion Affidavit.pdf	PDF	Sep 24, 2025

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SHEET NUMBER

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WATER METER VAULT REPLACEMENT PROGRAMWM-0261-3/SM-0156-3

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WM-0261-3/SM-0156-3 QUANTITIES

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NO. 2

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ITEM NO.

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SPEC. SECTION

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ITEM DESCRIPTION

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UNIT

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TOTAL

AutoCAD SHX Text VA HOSPITAL (921 NE 13th St.)

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AIR LIQUID (7248 SW 29TH ST.)

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BASE BID

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6 INCH (COMPOUND) METER VAULT (COMPLETE)(PRECAST)

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8" FSSA METER VAULT (COMPLETE)(PRECAST) (9.5' DEEP)

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(8 INCH) (PVC) WATERLINE PIPE (PUSH-ON JOINT) (C-900) W/ 12 GAUGE TRACER WIRE

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(6 INCH) (PVC) WATERLINE PIPE (PUSH-ON JOINT) (C-900) W/ 12 GAUGE TRACER WIRE

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(4 INCH) (PVC) WATERLINE PIPE (PUSH-ON JOINT) (C-900) W/ 12 GAUGE TRACER WIRE

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(6 INCH) (DIP) WATER LINE (PUSH-ON JOINT) (ANSI/AWWA C150/A21.50) (RJ)

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12 INCH X 8 INCH TAPPING SLEEVE (MJ)

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8 INCH X 8 INCH TAPPING SLEEVE (MJ)

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8 INCH X 6 INCH TAPPING SLEEVE (MJ)

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8 INCH X 4 INCH TAPPING SLEEVE (MJ)

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8 INCH TAPPING VALVE (FLG-MJ) & VALVE BOX

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6 INCH TAPPING VALVE (FLG-MJ) & VALVE BOX

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4 INCH TAPPING VALVE (FLG-MJ) & VALVE BOX

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8" GATE VALVE & BOX (INSERT-A-VALVE)

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4" GATE VALVE & BOX (INSERT-A-VALVE)

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8 INCH GATE VALVE (MJ) & VALVE BOX

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6 INCH GATE VALVE (MJ) & VALVE BOX

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8 INCH X 6 INCH REDUCER (MJ)

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8 INCH X 90 DEGREE BEND (DIP) COMPACT (MJ)

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8 INCH X 45 DEGREE BEND (DIP) COMPACT (MJ)

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4 INCH X 90 DEGREE BEND (DIP) COMPACT (MJ)

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8 INCH SOLID SLEEVE (DIP) COMPACT LONG (MJ)

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FIRE HYDRANT

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12" RISER (IF REQ'D)

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8 INCH RESTRAINED COUPLING (MEGA-COUPLING SERIES 3808)

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6 INCH RESTRAINED COUPLING (MEGA-COUPLING SERIES 3806)

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FITTINGS (MEGA-LUG SERIES 2012 PV)

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FITTINGS (MEGA-LUG SERIES 2008 PV)

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FITTINGS (MEGA-LUG SERIES 2004 PV)

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FITTINGS (MEGA-LUG SERIES 1108)

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FITTINGS (MEGA-LUG SERIES 1106)

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FITTINGS (MEGA-LUG SERIES 1104)

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FITTINGS (MEGAFLANGE SERIES 2106)

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FITTINGS (MEGAFLANGE SERIES 2104)

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BACKFILL MATERIAL (TYPE 'A' AGGREGATE)

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ABANDON EXISTING WATER SERVICE LINE

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REMOVE EXISTING 8 INCH WATER LINE

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REMOVE METER, ABANDON AND BACKFILL EXISTING METER VAULT

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CHECK VALVE BACKFLOW PREVENTION ON EXIST. FIRE HYDRANT (AWWA C-506/AWWA C-508)

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REMOVE CURB & GUTTER

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REMOVE PAVING (CONCRETE)

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CONCRETE CURB AND GUTTER (2'-0") (6" BARRIER)

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PORTLAND CEMENT CONCRETE PAVEMENT (8") (DOWELL JOINTED) (HES)

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PAVEMENT CUT AND PERMANENT REPAIR (ASPHALT)

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TEMORARY SERVICE CONNECTION

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HYDROSTATIC PRESSURE TESTING AND DISINFECTION

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SEDIMENT AND EROSION CONTROL

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CONSTRUCTION STAKING (CONSTRUCTION SURVEY)

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CONSTRUCTION SIGNING AND TRAFFIC CONTROL

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COLOR A/V RECORDING - PRE & POST CONST (RECORDED DIGITAL ON DVD)(SP) 2 SETS DVD

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ITEM NO.

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SPEC. SECTION

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ITEM DESCRIPTION

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UNIT

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TOTAL

AutoCAD SHX Text VA HOSPITAL (921 NE 13th St.)

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AIR LIQUID (7248 SW 29TH ST.)

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ALTERNATE BID

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8" FSSA METER VAULT (COMPLETE)(PRECAST) (5' DEEP)

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WATER METER VAULT REPLACEMENT PROGRAMWM-0261-3/SM-0156-3

BENCH MARK

FOUND MONUMENT

SET MONUMENT

FIRE HYDRANT

HOSE BIB

AUTO SPRINKLER

MONITERING WELL

WATER METER

SPRINKLER HEAD

VALVE

FIELD INLET

IRON GRATE

STORM MANHOLE

SANITARY MANHOLE

CLEAN OUT

GAS METER

NO GAS METER

VENT PIPE

ELECTRIC METER

GUY WIRE

POWER POLE

PULL BOX

UTILITY BOX

LIGHT POLE

LIGHT

ELECTRIC OUTLET

TRAFFIC SIGNAL POLE

TELEPHONE MANHOLE

BREAKER

ELECTRIC MANHOLE

BORE HOLE

ROOF DRAIN

ROUND POST

SQUARE POST

PIER

PARKING METER

SIGN

AIR CONDITIONER

BUSH

DECIDUOUS TREE

EVERGREEN TREE

STOCKADE FENCE

CHAIN LINK FENCE

BARB WIRE FENCE

UNDERGROUND WATER

UNDERGROUND STORM

UNDERGROUND TELEPHONE

UNDERGROUND SANITARY

UNDERGROUND GAS

UNDERGROUND POWER

ASPHALT PAVING

CONCRETE PAVING

OVERHEAD ELECTRIC

EXISTING CONTOUR

BRUSH LINE

RAMP RAMP

FL FLOWLINE

TG TOP OF GRATE

TRM TOP OF RIM

B/L BUILDING LIMIT LINE

U/E UTILITY EASEMENT

R/W RIGHT-OF-WAY

CMP CORRUGATED METAL PIPE

RCB REINFORCED CONC. BOX

RCP REINFORCED CONC. PIPE

FF FINISH FLOOR

(R) RECORD

(P) PLAT

(M) MEASURED

RAILROAD

1 CORRESPONDING NOTE

SPO

PIER

PKM

Survey Legend

ABANDONED UNDERGROUND WATER

ABANDONED UNDERGROUND STORM

ABANDONED UNDERGROUND SANITARYABANDONED MANHOLE

ABANDONED STRUCTURE

/W/

/ST/

TUG

/SS/

GAS

PUG

GATE

HANDICAP

ABANDONED UNDERGROUND GAS/GAS/

OVERHEAD ELECTRIC TRANSMISSION

OVERHEAD TELECOMMUNICATIONS

COHD

MANHOLE

ABANDONED UNDERGROUND TELEPHONE/TUG/

UNDERGROUND TELECOM DUCTBANKCOM

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GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO OKLAHOMA CITY STANDARD SPECIFICATIONS AND DETAILS.

2. WATER AND SEWER TRENCHED AT DRIVEWAYS, SIDEWALK, AND PAVEMENT CUT AND REPAIR LOCATIONS SHALL BE BACKFILLED WITH TYPE A ROCK AGGREGATE PER OKC STANDARD SPECIFICATION 923.01 AND SPECIAL

PROVISIONS, FULL COMPACTION OF 95% STANDARD PROCTOR DENSITY.

3. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) TO INCLUDE ALL CONCRETE, REBAR, AND ANY OTHER NECESSARY WORK OR MATERIALS NECESSARY FOR THE REPAIR AS SHOWN ON OKC STANDARD D-800.

4. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4000 P.S.I. MINIMUM. CONRETE REPAIR REQUIRES EXPANSION MATERIAL AND JOINT SEALANT (FULL PANEL), WITH NO LESS THAN A 90-DEGREE CUT. ALL

CONCRETE WORKS SHALL BE DONE JOINT TO JOINT.

5. ASPHALT REPAIR REQUIRES FULL LANE WITH BLACK CONCRETE (SEE OKC DTL D-800-A).

6. CONTRACTOR SHALL PROVIDE ANY AND ALL DEWATERING REQUIRED FOR CONSTRUCTION ACTIVITIES, ALL

ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER PAY ITEMS.

7. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE OCCUPATION SAFETY AND HEALTH ADMINISTRATION RULES & REGULATIONS AND OTHER APPLICABLE CITY, STATE, AND FEDERAL CONSTRUCTION

SAFETY REQUIREMENTS.

8. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACTIVITY NOTICE TO OWNERS OF PROPERTIES ADJACENT TO

CONSTRUCTION 48 HOURS IN ADVANCE.

9. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION. SAID EXISTING FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, MAIL BOXES, SIGN POLES, TRAFFIC SIGNAL RELATED STRUCTURES, SPRINKLER SYSTEMS. ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE CITY OF OKLAHOMA CITY.

10. THE CENTERLINE AS NOTED ON THE PLANS IS THE CENTERLINE OF PAVING, UNLESS OTHERWISE NOTED.

11. CONTRACTOR SHALL FOLLOW ALL OKLAHOMA CITY STANDARDS AND SPECIFICATIONS FOR PUBLICLY FUNDED UTILITY CONSTRUCTION. THE LATEST VERSION OF THESE STANDARDS AND SPECIFICATIONS CAN BE FOUND AT

WWW.OKC.GOV.

12. ALL AMERICANS WITH DISABILITIES ACT (ADA)/SIDEWALK IMPROVEMENTS MUST MEET CURRENT ADA/PROWAG

REQUIREMENTS.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT AND/OR REPAIR OF ALL EXISTING ADA

IMPROVEMENTS

14. SIDEWALK PLACEMENT SHALL COMPLY WITH ALL ADA REGULATIONS AND CITY STANDARD BARRIER FREE

RAMPS SHALL BE INSTALLED AT ALL INTERSECTIONS.

SUMMARY OF WORK

15. THE WORK TO BE PERFORMED INCLUDES ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR THE COMPLETE CONSTRUCTION AND OWNER APPROVAL OF THE UTILITY RELOCATIONS AS SHOWN IN THE

DRAWINGS.

16. ALL WORK NOT CLASSIFIED AS A "PAY ITEM" SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION, THE COST OF

WHICH SHALL BE INCLUDED IN THE COST OF OTHER BID ITEMS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING, TREES AND IRRIGATION SYSTEMS IN AS GOOD OR BETTER CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. WHERE POSSIBLE THE CONTRACTOR SHALL BORE UNDER TREES, IRRIGATION SYSTEMS, MAIL BOXES, AND APPURTENANCES. THE COST OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED INCIDENTAL AND INCLUDED IN THE

COST OF OTHER ITEMS.

18. THE CONTRACTOR SHALL VIDEO RECORD ALL AREAS POTENTIALLY IMPACTED BY WORK PRIOR TO

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. THE STAKING MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA WHICH WILL BE VERIFIED AT A

PRE-WORK CONFERENCE.

20. THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" MARKED UP SET OF DRAWINGS TO BE SUBMITTED TO THE

OWNER AND ENGINEER AT THE END OF THE PROJECT.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE COMPLETION OF CONSTRUCTION, FOR EVERY 100' ALONG THE INSTALLED PIPELINE WITH COORDINATES OF THE VALVES, FIRE HYDRANTS, EXISTING WATER METERS, AND SIMILAR APPURTENANCES. COMPLETE AS-BUILT PLANS, AUTOCAD DRAWING, AND COORDINATES DATA SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL.

THIS TASK MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA. DATA SUBMITTED SHALL BE TIED TO OKLAHOMA STATE PLANE COORDINATE SYSTEM (NAD 1983

CORS 96).

EROSION CONTROL

22. A NOTICE OF INTENT (NOI) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHOULD BE SUBMITTED

30 DAYS PRIOR TO THE INITIAL DISTURBANCE OF SOILS.

23. ALL LAND DISTURBING ACTIVITIES INSIDE OKC LIMITS MUST OBTAIN A LAND DISTURBING ACTIVITY PERMIT WITH STORM WATER QUALITY MANAGEMENT DIVISION. ADDITIONALLY, CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE, MUST

OBTAIN AUTHORIZATION TO DISCHARGE STORMWATER UNDER THE STATE OF DEPARTMENT OF

ENVIRONMENTAL QUALITY OPDES CONSTRUCTION PERMIT OKR10.

24. THE COST OF DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN, OBTAINING A STORM WATER DISCHARGE PERMIT AND ANY OTHER STATE OR FEDERAL LAND OR WATER DISTURBING PERMITS SHALL BE INCLUDED IN THE BID ITEM EROSION AND SEDIMENT CONTROL. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ALL EROSION CONTROL MEASURES REQUIRED TO OBTAIN THE

PERMITS.

25. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE

INSPECTOR UPON REQUEST.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL

DEVICES DAMAGED DUE TO CONSTRUCTION.

27. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE WATER LINE FLUSHING ACTIVITIES TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL & FEDERAL NPDES PERMIT REQUIREMENTS. WATER LINE FLUSHING TO THE STORM DRAINAGE SYSTEM OR TO WATERS OF THE COMMUNITY IS ALLOWABLE PROVIDED THAT THERE IS NO MEASURABLE AMOUNT OF RESIDUAL CHLORINE (DEFINED AS < 0.1 mg/L)

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS WELL AS OR

BETTER THAN EXISTING CONDITIONS.

29. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, PERMITTEE MUST STABILIZE THE ENTIRE SITE BY PLANTING, GROWING AND ESTABLISHING A UNIFORM PERENNIAL VEGETATIVE COVER UNTIL A DENSITY OF AT LEAST 70 PERCENT OF THE NATIVE BACKGROUND COVER HAS BEEN ESTABLISHED FOR ALL UNPAVED AREAS.

TRAFFIC CONTROL

30. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC SERVICES DIVISION AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL DEVICES. APPLICATION FOR WORK ZONE PERMIT CAN BE LOCATED AT

HTTPS://ACCESS.OKC.GOV/ACA/DEFAULT.ASPX.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETUP AND MAINTENANCE OF BARRICADES AND OTHER TRAFFIC WARNING DEVICES AS NECESSARY AROUND THE CONSTRUCTION AREA AND ADJACENT TO OPEN TRENCHES. ALL BARRICADES, WARNING SIGNS, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

CONTRACTOR SHALL OBTAIN APPROVAL BY THE CITY PRIOR TO ANY ROAD CLOSURE.

32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF ALL TRAFFIC

CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION.

33. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESS DURING REGULAR BUSINESS

HOURS FOR EACH ESTABLISHMENT, AND ACCESS TO RESIDENCES AT ALL TIMES.

34. TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE ACCOMPLISHED 1/2 WIDTH AT A

TIME WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY CLOSED.

35. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS THAT WILL BE IN

CONFLICT WITH THE PROPOSED WORK.

UTILITIES

36. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE" ONE-CALL SYSTEM PRIOR TO CONSTRUCTION AND

AS NECESSARY THROUGHOUT THE PROJECT.

37. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND DEPTHS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR OF ALL PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION. UTILITY CROSSINGS SHOWN ARE BASED ON AVAILABLE DATA AND ARE

APPROXIMATE.

38. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER, THE OWNER OR THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING FABRICATION OF MATERIALS OR ERECTION OF THE WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

ALL FRANCHISE AND CITY UTILITIES PRIOR TO CONSTRUCTION.

39. THE CONTRACTOR SHALL EXERCISE CAUTION IN THE PROGRESS OF WORK IN ORDER TO PREVENT INTERRUPTION OF EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO RESTORE INTERRUPTED SERVICES AS QUICKLY AS POSSIBLE. THE CONTRACTOR SHALL ENSURE POLES

AFFECTED BY TRENCHING ARE BRACED BY THE UTILITY OWNER OR CONTRACTOR.

WATERLINES

40. CONTRACTOR SHALL MAINTAIN WATER SERVICE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PHASE

CONSTRUCTION OF NEW WATER LINE AND TRANSFER OF SERVICES ACCORDINGLY.

41. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET, UNLESS OTHERWISE NOTED.

42. EMBEDMENT MATERIAL MUST MEET THE REQUIREMENTS OF ASTM C33 NO. 67 AND BE READILY WORKED UNDER THE SIDES OF THE PIPE AND COMPACTED. IT MUST BE FREE FROM REFUSE. ORGANIC MATERIAL, COBBLES, BOULDERS, LARGE ROCKS OR STONES.

43. BACKFILL AND BEDDING MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS.

BACKFILL MATERIAL UNDER PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A PER SPECIAL PROVISIONS.

44. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE OKC LINE MAINTENANCE DIVISION. OPERATION OF VALVES BY CONTRACTORS IS NOT ALLOWED. THE CONTRACTOR SHALL

SUBMIT A SHUTDOWN REQUEST FORM AS INCLUDED IN THE SPECIFICATIONS.

45. EXISTING VALVES, PIPELINES AND STRUCTURES MAY LEAK IN THE CLOSED POSITION. CONTRACTOR SHALL PROVIDE REASONABLE MEANS AND EQUIPMENT TO CONTROL WATER LEAKING DURING CONSTRUCTION

ACTIVITY.

46. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT, INCIDENTAL TO

THE COST OF THOSE PAY ITEMS.

47. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE EXCAVATED AHEAD OF CONSTRUCTION TO

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

48. WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE: ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARY TAKEN OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM AND MUST BE AT LOW DEMAND TIMES BETWEEN 5PM AND 6AM FOR COMMERCIAL AND INDUSTRIAL AREAS AND BETWEEN 10 PM AND 6 AM FOR RESIDENTIAL AREAS, OR AS DETERMINED AND APPROVED BY THE OCWUT GENERAL MANAGER, OR DESIGNEE.

NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE PROVIDED RESULTING FROM A WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE.THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY WATER TO ANY WATER CUSTOMERS WHEN WATER CANNOT BE PROVIDED DUE TO THE WATER MAIN BEING TEMPORARILY

TAKEN OUT OF SERVICE.

49. ALL WATER LINE ABANDONMENTS SHALL BE CUT AND CAPPED NO LESS THAN 3-FEET FROM THE LOCATION OF THE ABANDONMENT OR AS SHOWN ON THE PLANS. WATER LINES TO BE ABANDONED UNDERNEATH STREET

PAVEMENT SHALL BE GROUTED.

50. REMOVAL OF ANY ABANDONED WATERLINE IS INCIDENTAL TO THE COST OF OTHER ITEMS.

51. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE REMOVAL & DISPOSAL OF TRANSITE PIPE. ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS. CONTRACTOR TO VERIFY THE DOMESTIC LINE IS LEAD FREE AND NOTIFY THE CITY AND

ENGINEER IF LEAD IS FOUND.

52. THE CONTRACTOR SHALL BORE ALL DRIVEWAYS AND OTHER AFFECTED STRUCTURES WHERE POSSIBLE UNLESS OTHERWISE NOTED. IF NECESSARY THE DRIVEWAYS SHALL BE REMOVED AND REPLACED WITH THE REQUIRED TYPE A BACKFILL. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED AND REPLACED FROM THE PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE. ALL COST ASSOCIATED WITH DRIVEWAY BORING OR REPLACEMENT SHALL BE INCLUDED IN THE BORE BID ITEM OR DRIVEWAY BID ITEM.

53. THE CONTRACTOR SHALL INSTALL ONE STRAND OF NO. 12 GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PVC PIPES, BRING THE TRACER WIRE TO TOP OF GROUND AND ANCHOR AT ALL VALVES, FIRE HYDRANTS, AND

OTHER APPURTENANCES THE COST OF WHICH SHALL BE INCLUDED IN OTHER ITEMS.

54. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502 LATEST REVISION.

55. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE FIRE HYDRANT, TEE, 6" WATER LINE, 6" GATE VALVE, EXTENSION

AND ALL ASSOCIATED FITTINGS. ALL HYDRANT PARTS SHALL BE OEM.

56. EXISTING HYDRANTS CONFORMING TO AWWA STANDARD C502 LATEST REVISION AND IN GOOD WORKING ORDER SHALL BE REUSED. ALL EXISTING FIRE HYDRANTS THAT ARE GETTING REMOVED SHALL BE COORDINATED WITH LINE MAINTENANCE TO SEE IF THEY ARE TO BE SALVAGED AND DELIVERED TO LINE

MAINTENANCE FACILITY (621N. PENNSYLVANIA AVE.).

57. ALL WATER METERS AND VALVE BOXES SHALL BE INSTALLED OR RELOCATED TO A LOCATION WITHIN CITY RIGHT-OF-WAY ONLY AND OUTSIDE OF EXISTING OR PROPOSED A.D.A. RAMPS, DRIVEWAYS, SIDEWALKS AND

PAVED SURFACES WHERE FEASIBLE.

58. WHEN AN EXISTING VALVE IS ABANDONED IN A PAVED AREA, THE VALVE BOX IS TO BE FILLED WITH CONCRETE.

WHEN AN EXISTING VALVE IS ABANDONED IN A GRASSY AREA, THE BOX IS TO BE PULLED AND THE TOP NUT

REMOVED FROM THE VALVE. THE COST OF THIS WORK IS CONSIDERED INCIDENTAL.

59. INSTALLATION OF A STEEL VALVE EXTENSION TO WITHIN 1'-0" OF THE FINISHED GRADE IS REQUIRED. THE

EXTENSION SHALL BE ATTACHED TO THE VALVE NUT PER MANUFACTURER'S RECOMMENDATION.

60. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE WATER SERVICE TO CUSTOMERS. TEMPORARY WATER SERVICE LINES MUST BE DISINFECTED PRIOR TO USE AND ALL MATERIALS SHALL MEET NSF/ANSI 61

CERTIFICATION FOR POTABLE WATER USE. COST ARE CONSIDERED INCIDENTAL TO WORK.

61. ANY WATER MAIN THAT IS OPENED AND THE INTERIOR SURFACE OF THE WATER SYSTEM EXPOSED TO THE

ENVIRONMENT MUST OBTAIN A BACTERIOLOGICAL TESTING IN ACCORDANCE TO AWWA C651-14.

62. RESTRAINED JOINTS OR CERTA-LOK® SHALL BE REQUIRED ON ALL PIPE JOINTS WITHIN THE AREAS

DIMENSIONED ON THE PLANS OR A MINIMUM OF 30 FEET OF ALL BENDS AND TEES.

63. THE COST OF PERFORMING TAPS SHALL BE INCLUDED WITH THE TAPPING SLEEVE OR SADDLE.

64. ALL STEEL TAPPING SLEEVES MUST HAVE FUSION-BONDED EPOXY COATING AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND BOLTS. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND

BOLTS.

65. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 - FOR 3/4" THROUGH 2" TAPS. SERVICE. SADDLES SHALL BE MANUFACTURED BY FORD METER BOX COMPANY INC., STYLE 202BS - BRASS SADDLES WITH STAINLESS STEEL DOUBLE BAND NUTS AND BOLTS OR APPROVED EQUAL. ON THIS PROJECT, NO DIRECT TAP

WILL BE ALLOWED. ALL TAPS 2" AND SMALLER WILL REQUIRE TAPPING SADDLES.

66. TAPPING DUCTILE IRON PIPE - FOR 1" THROUGH 2" TAPS, SERVICE SADDLES SHALL BE MANUFACTURED BY FORD METER BOX COMPANY INC. STYLE FC202 WITH STAINLESS STEEL BAND NUTS, BOLTS, AND FUSION BONDED EPOXY COATING, OR APPROVED EQUAL. WHEN TAPPING AN EXISTING DUCTILE IRON PIPE, TAPPING SADDLE WILL BE REQUIRED FOR 2" AND SMALLER TAP, SLEEVES WILL BE REQUIRED FOR TAPS GREATER THAN 2". WHEN TAPPING A PROPOSED DUCTILE IRON PIPE, 1" DIRECT TAPS MAY BE MADE WITHOUT TAPPING SADDLE, NO TAPPING SADDLE WILL BE REQUIRED. TAPS LARGER THAN 1" WILL REQUIRE TAPPING SADDLE. THESE

REQUIREMENTS SUPERCEDE THE REQUIREMENTS STATED WITHIN "THE CITY OF OKLAHOMA CITY

SPECIFICATIONS FOR WATER METERS AND WATER SERVICE INSTALLATION" PAGE 15 ITEM D TAPPING SADDLES.

67. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH NEW TYPE "K" COPPER OR PEX-A FROM PROPOSED WATER MAIN. PEX-A SHALL BE INSTALLED PER OKC STANDARDS ON OKC.GOV. BORED SERVICES WITH PEX-A SHALL REQUIRE A PVC CASING. ALL NEW LONG SERVICE CONNECTIONS SHALL BE BORED UNDER

THE ROADWAY.

68. ALL EXISTING METERS SHALL BE RECONNECTED AT EXISTING LOCATION, UNLESS EXISTING LOCATION IS OUTSIDE RIGHT-OF-WAY, IN A DRIVEWAY, IN AN ADA RAMP, ON A SIDEWALK OR PAVED SURFACE, WHEREIN THE

METER SHALL BE RELOCATED WHERE FEASIBLE.

69. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL EXISTING WATER METER BOXES THAT ARE TO REMAIN WITHIN A PAVED AREA, OR TO BE RELOCATED TO A PAVED AREA, OR THOSE AREAS CONTAINING DECORATIVE PAVERS WITH AN APPROVED LOAD BEARING WATER METER BOX. LOAD BEARING WATER METER BOXES SHALL BE MANUFACTURED BY CARSON INDUSTRIES LLC., MODELS MSBCF 1730-18XL METER BOX, MSBCF 1118-18XL METER BOX, OR APPROVED EQUAL. LOAD BEARING WATER METER BOX COVERS SHALL BE MANUFACTURED BY EAST JORDAN IRON WORKS INC., MODELS MSCBC1730-R-DD DUCTILE IRON COVER W/FLIP READER LID, MSCBC 1118R-DD DUCTILE IRON COVER W/FLIP READER LID, OR APPROVED EQUAL.

70. THE CONTRACTOR SHALL NOTIFY OCWUT UPON DISCOVERY OF ANY LEAD WATER SERVICE LINE ON THE PUBLIC

OR PRIVATE SIDE OF THE METER.

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D2. REMOVAL OF EXISTING STRUCTURES

D1. CLEARING AND GRUBBING

D3. REMOVAL OF PAVING, DRIVEWAYS, ETC.

THE CONTRACTOR SHALL USE EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO ALL TREES, SHRUBS, FENCES, DRIVEWAYS, UTILITIES, ETC., ADJACENT TO THE LINE OF CONSTRUCTION.

THIS ITEM SHALL INCLUDE CLEARING AND DISPOSAL OF ALL TREES, BUSHES, VEGETATION, ROOTS AND RELATED ITEMS WITHIN

THE PROJECT LIMITS.

REMOVAL OF PAVING, DRIVEWAYS, ETC. SHALL BE PERFORMED IN ACCORDANCE WITH OKLAHOMA CITY STANDARD SPECIFICATION SECTION 811 AND SHALL INCLUDE ANY UNCLASSIFIED EXCAVATION REQUIRED TO OBTAIN FINAL SUBGRADE ELEVATION.

NEW CURB AND GUTTER AND/OR INTEGRAL CURB SHALL MATCH DIMENSIONS AND CONFIGURATION AS SHOWN ON THE DETAILS.

REMOVAL OF EXISTING STRUCTURES SHALL BE PERFORMED IN ACCORDANCE WITH OKLAHOMA CITY STANDARD SPECIFICATION SECTION 811 FOR ALL STRUCTURES LABELED "REMOVE" ON THE PLANS. DEBRIS SHALL BE

HAULED OFF SITE.

THE COST BID PER LINEAR FOOT OF FENCE REMOVAL AND FENCE REPLACEMENT SHALL INCLUDE ALL

NECESSARY LABOR.

THE COST OF EXCAVATION & BACKFILLING ASSOCIATED WITH PIPE REMOVAL SHALL BE INCLUDED IN THE PRICE PER BID LINEAR FOOT OF PIPE REMOVAL. THE ADDITIONAL MATERIAL REQUIRED FOR BACKFILL SHALL BE

OBTAINED FROM THE PROJECT EXCAVATION.

PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING UNDERGROUND GAS LINES. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION AND CARE RELATING TO SAFETY AND PROPERTY PROTECTION TO ENSURE EMPLOYEES, SUBCONTRACTORS, SUBCONTRACTORS' EMPLOYEES, AND ANYONE WITH ACCESS TO THE CONSTRUCTION SITE USE DILIGENT CARE AT ALL TIMES TO PROTECT THEMSELVES, ALL OTHERS, PROPERTY OF THE OWNER, THE GENERAL CONTRACTOR, ALL OTHER PROPERTY, THE GAS LINES, AND ALL APPURTENANCES THERETO.

DEMOLITION NOTES

D4. TREE PROTECTION

TREE PROTECTION FOR ANY TREES NOT TO BE REMOVED SHALL BE INSTALLED PRIOR TO DEMOLITION.

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR

PROCEEDS WITH THE WORK IN THE AFFECTED AREAS.

THE CONTRACTOR WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING

WHICH HE MIGHT HAVE INFORMED HIMSELF PRIOR TO THE BIDDING.

NO PLEAS OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED OR IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

GOVERNING THE WORK.

THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL, AT THE END OF EACH WORK DAY, ESTABLISH AND AGREE UPON, WITH THE INSPECTOR, THE AMOUNT OF THE QUANTITIES WHICH CANNOT BE MEASURED WHEN THE JOB IS COMPLETED. THESE QUANTITIES ARE TO BE ENTERED IN THE INSPECTOR'S DAILY REPORT AND SHALL BE THE BASIS FOR THE FINAL ESTIMATE.

OTHER ITEMS SHALL BE PAID FOR BY THE FINAL MEASURED AMOUNTS OR BY LOAD TICKETS OF DELIVERED MATERIAL.

WHEN EXCAVATIONS ARE MADE ADJACENT TO EXISTING BUILDINGS OR OTHER STRUCTURES, OR IN PAVED STREETS OR ALLEYS, PARTICULAR CARE SHALL BE TAKEN TO ADEQUATELY SHEET, SHORE, AND BRACE THE SIDES OF THE EXCAVATION TO PREVENT ANY UNDERMINING OF OR SETTLEMENT BENEATH THE STRUCTURES OR THE PAVEMENT.

THE SIDES OF ALL EXCAVATIONS SHALL BE SUFFICIENTLY SHEETED, SHORED AND BRACED SO AS TO PREVENT SLIDES, CAVE-INS, SETTLEMENT OR MOVEMENT OF THE BANKS. IN WET, SATURATED OR FLOWING GROUND WHERE IT IS NECESSARY TO INSTALL TIGHT SHEETING OR COFFERDAMS, WOOD OR STEEL SHEET PILING OF APPROVED DESIGN AND TYPE SHALL BE USED. ALL SHEETING, SHORING AND BRACING SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY TO WITHSTAND THE PRESSURES EXERTED AND MAINTAIN THE WALLS OF THE EXCAVATION PROPERLY IN PLACE AND PROTECT ALL PERSONS OR PROPERTY FROM INJURY OR DAMAGE.

GENERAL NOTES

G1. INTENT

G2. CONFLICTS

G4. CONSTRUCTION STAKING

G5. QUANTITIES

G7. PROTECTION OF EXISTING STRUCTURES

G9. SHEETING, SHORING AND BRACING

U1. UTILITY LINES

G8. PROTECTION AND RESTORATION OF PROPERTY

G10. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK

G6. PUBLIC CONVENIENCES AND SAFETY

ALL CONSTRUCTION SHALL BE GOVERNED BY THE LATEST CITY OF OKLAHOMA CITY STANDARDS AND SPECIFICATIONS.

THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE

MATERIALS TO BE FURNISHED FOR CONSTRUCTION.

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH.

THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER

EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT.

THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE

PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK.

MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING

AN APPROVED FIELD CHANGE OR CHANGE ORDER.

THE CONTRACTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR THE PRESERVATION OF ALL HORIZONTAL ALIGNMENT AND VERTICAL CONTROL STAKES, BENCHMARKS AND CONSTRUCTION STAKES. THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, REPLACE ANY HORIZONTAL ALIGNMENT, VERTICAL CONTROL, CONSTRUCTION STAKES AND BENCHMARKS WHEN DAMAGED, LOST, DISPLACED OR REMOVED.

THE CONTRACTOR SHALL ESTABLISH AND IMPLEMENT SAFETY MEASURES, POLICIES AND STANDARDS CONFORMING TO THOSE REQUIRED OR RECOMMENDED BY GOVERNMENTAL AUTHORITIES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

OF THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ACT.

THE CONTRACTOR SHALL TAKE SUCH SPECIAL PRECAUTIONS FOR THE SAFETY OF THE WORK AND THE TRAVELING PUBLIC AS MAY BE NECESSARY, INCLUDING, BUT NOT LIMITED TO, SHEETING, BRACING AND THOROUGHLY SUPPORTING THE SIDES

OF ANY EXCAVATION AND SUPPORTING AND PROTECTING ANY ADJACENT STRUCTURES.

THE CONTRACTOR SHALL NOT CAUSE AN OBSTRUCTION TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL, AT THE CONTRACTOR'S OWN EXPENSE, MAKE PROVISIONS FOR THE DIVERSION OF TRAFFIC AND THE TRAVELING PUBLIC. THE CITY RESERVES THE RIGHT TO REMEDY, AT THE CONTRACTOR'S EXPENSE, ANY NEGLECT ON THE PART OF THE CONTRACTOR REGARDING THE PUBLIC CONVENIENCE AND SAFETY UPON TWENTY-FOUR (24) HOURS WRITTEN NOTICE REGARDING FAILURE TO RESPOND. IN CASES OF EMERGENCY, THE CITY SHALL HAVE THE RIGHT TO REMEDY WITHOUT NOTICE, AT THE

CONTRACTOR'S EXPENSE

PAVEMENT TO BE KEPT CLEAN OF ALL ROCK AND DEBRIS AT ALL TIME.

ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED OR IF IT CANNOT BE SATISFACTORILY REPAIRED, IT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. DEFECTIVE MATERIALS SHALL BE REMOVED IMMEDIATELY

FROM THE SITE OF THE WORK.

WORK DONE WITHOUT LINES AND GRADES HAVING BEEN GIVEN, WORK DONE BEYOND THE LINES OR NOT IN CONFORMITY WITH GRADES SHOWN ON THE PLANS OR AS GIVEN, SAVE AS HEREIN PROVIDED, WORK DONE WITHOUT PROPER INSPECTION, OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT WRITTEN AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES, WILL BE DONE AT THE CONTRACTOR'S RISK AND WILL BE CONSIDERED UNAUTHORIZED, AND, AT THE OPTION OF THE ENGINEER, MAY NOT BE MEASURED AND PAID FOR AND MAY BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE.

UPON FAILURE OF THE CONTRACTOR TO SATISFACTORILY REPAIR OR TO REMOVE AND REPLACE, IF SO DIRECTED, ANY REJECTED, UNAUTHORIZED, OR CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER RECEIVING NOTICE FROM THE ENGINEER, THE ENGINEER SHALL, AFTER GIVING WRITTEN NOTICE TO THE CONTRACTOR, HAVE THE AUTHORITY TO CAUSE DEFECTIVE WORK TO BE REMEDIED AND REPLACED AND TO DEDUCT THE COST THEREOF FROM ANY COMPENSATION DUE OR TO BECOME DUE THE CONTRACTOR. IF THE CONSULTING ENGINEER AND OWNER DEEM IT NOT EXPEDIENT TO CORRECT THE WORK DAMAGED OR DONE NOT IN ACCORDANCE WITH THE CONTRACT, AN EQUABLE DEDUCTION FROM THE CONTRACT PRICE SHALL BE MADE THEREOF.

THE CONTRACTOR SHALL NOT ENTER UPON PRIVATE PROPERTY FOR ANY PURPOSE WITHOUT FIRST OBTAINING PERMISSION AND HE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF AND SHALL USE EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO ALL TREES, FENCES, CULVERTS, BRIDGES, PAVEMENTS, DRIVEWAYS, SIDEWALKS, ETC. TO ALL WATER, SEWER, GAS, OR ELECTRIC LINES OR APPURTENANCES THEREOF AND TO ALL OTHER PUBLIC OR PRIVATE PROPERTY ALONG OR ADJACENT TO THE WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER REPRESENTATIVES OF ANY PUBLIC SERVICE CORPORATION, AND COMPANY, OR ANY INDIVIDUAL NOT LESS THAN TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK WHICH MIGHT DAMAGE OR INTERFERE WITH THE OPERATION OF THEIR OR HIS PROPERTY, ALONG OR ADJACENT TO THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER RESULTING FROM AN ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE MANNER OR METHOD OF EXECUTING THE WORK OR DUE TO HIS NON-EXECUTION OF THE WORK OR AT ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS, AND SAID RESPONSIBILITY SHALL NOT BE RELEASED UNTIL THE WORK SHALL HAVE BEEN COMPLETED AND ACCEPTED. WHEN AND WHERE ANY DIRECT OR INDIRECT DAMAGE OR INJURY IS DONE TO PUBLIC OR PRIVATE PROPERTY ON ACCOUNT OF ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE EXECUTION OF THE WORK OR IN CONSEQUENCE OF THE NON-EXECUTION THEREOF, ON THE PART OF THE CONTRACTOR, HE SHALL RESTORE AT HIS EXPENSE, SUCH PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THE EXISTING BEFORE SUCH DAMAGE OR INJURY WAS DONE, BY REPAIRING, REBUILDING, OR OTHERWISE RESTORING AS MAY BE DIRECTED OR HE SHALL MAKE GOOD FOR SUCH DAMAGE OR

INJURY IN AN ACCEPTABLE MANNER.

ALL KNOWN UTILITIES HAVE BEEN SHOWN ON THE PLANS. THE CONTRACTOR MUST EXPOSE ALL UTILITIES AND VERIFY THEIR LOCATION AND ELEVATION WITH THE ENGINEER. ANY UNKNOWN UTILITIES THAT ARE ENCOUNTERED MUST ALSO BE EXPOSED AND VERIFIED BY THE CONTRACTOR WITH THE ENGINEER. NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE PROVIDED

FOR DELAYS BY EXPOSING OR VERIFYING KNOWN OR UNKNOWN UTILITIES.

UNDERGROUND UTILITY LINES DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM INFORMATION PROVIDED BY THE OWNER AND OTHER SOURCES. NEITHER THE OWNER, OR THE CONSULTING ENGINEER TAKES RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY CONSTRUCTION OR DIGGING OPERATIONS WITHIN THE AREA OF THESE DRAWINGS A FIELD VERIFICATION AND PHYSICAL EXAMINATION OF THE WORK LIMITS SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS.

THE LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE. CONTRACTOR SHALL VERIFY BEFORE BEGINNING ANY CONSTRUCTION OR DIGGING OPERATIONS. CONTRACTOR SHALL "CALL OKIE" FOR

COORDINATION AND HELP IN LOCATING UNDERGROUND LINES.

THE CONTRACTOR SHALL PROVIDE AN ELECTRICAL OR MECHANICAL DEVICE TO ASSIST IN LOCATING ANY HIDDEN UTILITY LINES, OIL OR GAS PIPELINES, UNDERGROUND VAULTS, DRAINS AND SIMILAR STRUCTURES, AND SHALL LOCATE SUCH STRUCTURES IN THE WAY OF EXCAVATION OR CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROTECT SUCH STRUCTURES FROM DAMAGE RESULTING FROM EXCAVATION, FREEZING, EXPOSURE, HEAVY EQUIPMENT, OR OTHER HAZARDS RELATED TO THE WORK. HE SHALL OBTAIN ANY NECESSARY PERMITS, PAY ANY NECESSARY FEES, AND

PERFORM ANY NECESSARY DISCONNECTION, REPLACEMENT, ADJUSTMENT.

PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING HIGH VOLTAGE ELECTRICAL LINES.

EXTREME CAUTION AND CARE SHALL BE EXERCISED BY THIS CONTRACTOR RELATING TO SAFETY AND TO ENSURE EMPLOYEES SHALL USE DILIGENT CARE AT ALL TIMES TO PERFORM THEIR WORK IN A SAFE MANNER TO PROTECT THEMSELVES, OTHER

EMPLOYEES, AND PROPERTY OF THE OWNER AND THE CONTRACTOR.

THE CONTRACTOR SHALL CONTACT THE OKIE ONE CALL SYSTEM (1-800-522-6543) FOR ASSISTANCE IN LOCATING UNDERGROUND

LINES PRIOR TO ANY EXCAVATION.

ALL UTILITIES SHALL BE BACKFILLED WITH 1 12" TYPE A AGGREGATE BASE TO WITHIN 3" OF TOP OF PAVEMENT AND FILLED WITH 3" OF

ASPHALT WHERE TEMPORARY PAVING IS REQUIRED.

ALL UTILITIES UNDER PAVEMENT, INCLUDING BUT NOT LIMITED TO, COMMUNICATION, POWER, TRAFFIC, SANITARY, AND STORM SHALL

BE BACKFILLED WITH TYPE A AGGREGATE BASE.

U2. PRIVATE UTILITY COORDINATION

RELOCATION OF CERTAIN PRIVATE UTILITIES IN THE CITY RIGHT-OF WAY HAVE NOT BEEN COMPLETED IN ADVANCE OF THIS PROJECT.

IT IS NECESSARY FOR SOME OF THOSE UTILITY RELOCATIONS TO OCCUR AFTER THE DEMOLITION OF EXISTING PAVEMENTS AND PRIOR TO CONSTRUCTION OF NEW PAVEMENTS DURING THE COURSE OF THE PROJECT. THERE MAY BE OTHER UTILITIES FOUND DURING THE CONSTRUCTION, THAT ARE NOT KNOWN TO EXIST AT THE TIME THIS CONTRACT IS AWARDED, FOR WHICH UTILITY RELOCATION WILL BE REQUIRED DURING THE COURSE OF THIS PROJECT. THESE RELOCATIONS COULD AFFECT ANY PHASE OF THE CONTRACTOR'S SEQUENCE

OF CONSTRUCTION.

THE CONTRACTOR SHALL LOCATE ALL UTILITIES AT EACH SITE TWO WEEKS PRIOR TO CONSTRUCTION.

THE CONTRACTOR MUST NOTIFY THE OWNERS OF ALL EXISTING UTILITIES AND FACILITIES CONFLICTS WITH THE PROPOSED CONSTRUCTION BEFORE THE COMMENCEMENT OF THE WORK. THE FOLLOWING UTILITIES BUT NOT LIMITED TO, SHALL BE NOTIFIED.

THE CONTRACTOR SHALL COORDINATE WITH FACILITY MANAGEMENT TO ESTABLISH THE SCHEDULE AND DURATION OF ANY WATER OUTAGE, AND SHALL TAKE ALL REASONABLE MEASURES TO MINIMIZE DISRUPTION TO FACILITY OPERATIONS.

U3. UTILITY CONTACTS

WATER AND SEWER

CITY OF OKLAHOMA CITY

UTILITIES DEPARTMENT/

WATER LINE MAINTENANCE

(405) 297-3334

COX CABLE

ENGINEERING DEPARTMENT

(405) 525-2771

AT&T

(405) 840-5032

OKLAHOMA NATURAL GAS COMPANY

(405) 556-6411

(405) 556-6401

OKLAHOMA GAS & ELECTRIC COMPANY

(405) 553-5843

PUBLIC WORKS

(405) 297-2581

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SS1. GENERAL

SANITARY SEWER NOTES

P1. EXCAVATION

P3. ASPHALT CONCRETE PAVEMENT

ALL EXCAVATION AND TRENCHING WORK SHALL BE CONSIDERED UNCLASSIFIED AND SHALL INCLUDE REMOVAL AND SUBSEQUENT HANDLING OF ALL MATERIALS EXCAVATED OR OTHERWISE REMOVED IN PERFORMANCE OF THE CONTRACT WORK, REGARDLESS

OF THE TYPE, CHARACTER, COMPOSITION OR CONDITION THEREOF.

EXCAVATION WORK SHALL BE PERFORMED IN A SAFE AND PROPER MANNER WITH SUITABLE PRECAUTIONS BEING TAKEN AGAINST ALL HAZARDS. EXCAVATIONS SHALL PROVIDE ADEQUATE WORKING SPACE AND CLEARANCES FOR THE WORK TO BE PERFORMED

THEREIN.

EXCAVATED MATERIAL REQUIRED TO BE USED FOR BACKFILL MAY BE DEPOSITED BY THE CONTRACTOR IN STORAGE PILES AT POINTS CONVENIENT FOR REHANDLING OF THE MATERIAL DURING THE BACKFILLING OPERATIONS. THE LOCATION OF STORAGE PILES SHALL, HOWEVER, BE SUBJECT TO THE APPROVAL OF THE ENGINEER WHO MAY REQUIRE THAT THE SURVEY CENTERLINE OF THE STRUCTURE AND THE TRANSVERSE OR HUB LINE OF ANY UNIT OF THE STRUCTURE BE KEPT FREE OF ANY OBSTRUCTION.

EXCAVATED MATERIAL REQUIRED TO BE WASTED SHALL BE DISPOSED OF BY THE CONTRACTOR, AND THE DISPOSAL SHALL BE IN SUCH MANNER AS NOT TO OBSTRUCT THE DRAINAGE OR OTHERWISE IMPAIR THE EFFICIENCY OR APPEARANCE OF ANY PART OF THE WORK. THE CONTRACTOR SHALL EXERCISE PROPER PRECAUTIONS WHEN DISPOSING OF THE EXCAVATED MATERIAL OFF SITE, SUCH AS FLAG MEN, WARNING SIGNS, ETC. FOR THE PROTECTION OF PERSONS AND PROPERTY AND SHALL BE RESPONSIBLE

FOR ALL DAMAGES RELATED THEREIN.

TACK COAT ESTIMATED AT 0.05 GAL PER SQ. YD. PRIOR TO DILUTION.

PRIME COAT ESTIMATED AT 0.15 OF RESIDUAL ASPHALT PER SQ. YD. OF SUBGRADE.

P4. A.D.A. RAMPS

ALL A.D.A. RAMPS SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS.

ALL SIDEWALKS CROSSING DRIVEWAYS SHALL HAVE A MAXIMUM OF 2% CROSS SLOPE.

PAVEMENT NOTES

ST4. FLOOD HAZARD

ST3. DRAINAGE

ST1. PIPE JOINTS

DUE TO THE POSSIBILITY OF EXCESSIVE RAINFALL AT ANY TIME DURING THE CONSTRUCTION PERIOD AND THE EXTREME FLOOD HAZARD TO SURROUNDING PROPERTY DUE TO CHANNEL RESTRICTIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THE WORK IN SUCH A MANNER AS TO INSURE AN OPEN CHANNEL FOR FLOOD FLOWS AT ALL TIMES. SUFFICIENT MEN AND EQUIPMENT SHALL BE AVAILABLE AT ALL TIMES TO REMOVE ANY TEMPORARY PLUGS INSTALLED BY THE CONTRACTOR.

WHEN EXISTING SEWERS, DRAINS, OR DITCHES ARE BLOCKED, CUT, OPENED, OR REMOVED IN THE COURSE OF THE WORK, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS. HE SHALL PROVIDE FOR DISPOSAL OF ALL SEWAGE OR DRAINAGE UNTIL THE PERMANENT FACILITIES HAVE BEEN RESTORED AND HE SHALL PROVIDE AND MAINTAIN ANY PUMPS, DIVERSIONS, PIPING, CONTAINERS, AND OTHER FACILITIES REQUIRED FOR THIS PURPOSE.

ALL PIPE AND CONCRETE BOX CULVERT JOINTS ARE TO CONTAIN THE APPROPRIATE "O" RING GASKET OR JOINT MATERIAL AND WRAPPED WITH A TWO FOOT WIDE FILTER FABRIC STRIP AROUND THE JOINT AND OVERLAPPING TWO FEET.

ST2. PIPE BEDDING

TRENCHING & BEDDING FOR ALL UTILITY LINES SHALL BE IN ACCORDANCE WITH THE OKLAHOMA CITY STANDARD SPECIFICATIONS.

ALL UTILITY LINES LOCATED UNDER PAVING SHALL BE BACKFILLED WITH TYPE "A" AGGREGATE

BACKFILL MATERIAL TO SUBGRADE ELEVATION.

STORM SEWER NOTES

SS2. PIPE BEDDING

TRENCHING & BEDDING FOR ALL UTILITY LINES SHALL BE IN ACCORDANCE WITH THE OKLAHOMA CITY STANDARD SPECIFICATIONS.

ALL UTILITY LINES LOCATED UNDER PAVING SHALL BE BACKFILLED WITH TYPE A AGGREGATE BASE MATERIAL TO SUBGRADE

ELEVATION.

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY'S "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SANITARY SEWERS AND APPURTENANCES," AND SHALL BE UNDER THE SUPERVISION OF THE CITY ENGINEER OF

OKLAHOMA CITY OR HIS REPRESENTATIVE.

CONTRACTOR SHALL SUBMIT NOTICE OF INTENT AND LAND DISTURBING PERMIT APPLICATION ALONG WITH REQUIRED FEE(S) TO THE CITY OF OKLAHOMA CITY (AND OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY, O.D.E.Q., IF REQUIRED), AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. CONTACT THE OKLAHOMA CITY STORMWATER QUALITY MANAGEMENT DIVISION AT 405-297-1774 WITH QUESTIONS

REGARDING FORMS AND FEES.

POSSIBLE "RUBBLE" AND/OR DEBRIS MAY BE ENCOUNTERED DURING EXCAVATION. ALL UNSUITABLE BACKFILL MATERIALS SHALL BE

REMOVED AND LEGALLY DISPOSED OF.

ALL DEBRIS AND OTHER MATERIAL OF ANY NATURE NOT USED IN THIS CONTRACT SHALL BE LEGALLY DISPOSED OF OFF SITE.

ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND PAID FOR IN OTHER ITEMS BID.

CONTRACTOR MAY ENCOUNTER GROUNDWATER DURING CONSTRUCTION.

EVIDENCE OF ADEQUATE LIABILITY INSURANCE IS TO BE ON FILE WITH THE CITY OF OKLAHOMA CITY.

ABANDONMENT OF EX. SS SHALL BE IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY'S "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SANITARY SEWERS AND APPURTENANCES," AND SHALL BE UNDER THE SUPERVISION OF THE CITY ENGINEER OF

OKLAHOMA CITY OR HIS REPRESENTATIVE.

ACCEPTABLE PIPE MATERIALS ARE REINFORCED FIBERGLASS PIPE AND PVC, AS PER REQUIRED IN THE SPECIFICATIONS FOR THE PROJECT.

REQUIRED STEEL ENCASEMENT FOR TUNNELING AND/OR TRENCHING SHALL MEET THE CITY OF OKLAHOMA CITY SPECIFICATIONS. STEEL ENCASEMENT INSTALLED VIA TUNNELING AND TRENCHING SHALL BE WELDED AS ONE CONTINUOUS ENCASEMENT.

TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ANY ROAD AND/OR LANE CLOSINGS SHALL BE COORDINATED WITH THE CITY OF OKLAHOMA CITY PUBLIC WORKS DEPARTMENT.

ALL TRENCHES FOR SEWER LINES IN AREAS OPEN TO TEMPORARY TRAFFIC, WILL BE TOPPED WITH 3" OF TEMPORARY ASPHALT.

ALL PROPOSED PRIVATE SEWER LINES ON THE PROJECT MUST BE INSTALLED BY AN APPROVED, LICENSED PLUMBER WITH THE CITY OF

OKLAHOMA CITY.

SS3. TRENCHLESS CONSTRUCTION

"FORMED IN PLACE PIPE" AND "PIPE BURSTING" SHALL BE CONSIDERED TRENCHLESS CONSTRUCTION IN ACCORDANCE TO THE STANDARD SPECIFICATIONS. SERVICE CONNECTIONS FOR "FORMED IN PLACE PIPE" SHALL BE CONNECTED EXTERNALLY. NO INTERNAL SERVICE CONNECTIONS FOR "FORMED IN PLACE PIPE" SHALL BE PERMITTED. THE PRICE ESTABLISHED FOR TRENCHLESS CONSTRUCTION SHALL BE FULL COMPENSATION FOR FURNISHING AND OPERATION OF ALL EQUIPMENT, LABOR, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THIS ITEM OF WORK. SANITARY SEWER MAIN INSTALLATION SHALL NOT BE

ACCOMPLISHED BY HORIZONTAL DIRECTIONAL DRILLING.

SS4. MANHOLE LIDS

ALL LIDS (COVERS) IN STREET RIGHT-OF-WAY SHALL BE NON-VENTED, WITH INFILTRATION COVER.

ALL EXCAVATION IS UNCLASSIFIED. UNCLASSIFIED EXCAVATION SHALL NOT BE MEASURED FOR PAYMENT. PAYMENT SHALL BE IN ACCORDANCE WITH PLAN QUANTITY. THE COST BID FOR THESE ITEMS SHALL INCLUDE:

1) EXCAVATION, HANDLING AND REMOVAL

2) REPLACEMENT, BACKFILLING AND COMPACTION

3) USE OF EXCESS MATERIAL IN OTHER PROJECT BACKFILL

4) DISPOSAL OF EXCESS MATERIAL OFF-SITE

ALL UTILITIES UNDER PAVEMENT, INCLUDING BUT NOT LIMITED TO, COMMUNICATION, POWER, TRAFFIC, SANITARY, WATER, AND STORM SHALL BE BACKFILLED WITH TYPE A AGGREGATE BASE. WATER LINES SHALL BE EMBEDDED

WITH SAND TO 6" OVER TOP OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 26, 2025.